Steel and Composite Structures

  • 제29권1호
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  • Pages.1-22
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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An experimental study of the behaviour of double sided welded plate connections in precast concrete frames

  • Gorgun, Halil (Department of Civil Engineering, Dicle University)
  • 투고 : 2018.01.31
  • 심사 : 2018.08.10
  • 발행 : 2018.10.10
⟨ 이전 논문 다음 논문 ⟩

초록

Multi-storey precast concrete skeletal structures are assembled from individual prefabricated components which are erected on-site using various types of connections. In the current design of these structures, beam-to-column connections are assumed to be pin jointed. Welded plate beam to-column connections have been used in the precast concrete industry for many years. They have many advantages over other jointing methods in component production, quality control, transportation and assembly. However, there is at present limited information concerning their detailed structural behaviour under bending and shear loadings. The experimental work has involved the determination of moment-rotation relationships for semi-rigid precast concrete connections in full scale connection tests. The study reported in this paper was undertaken to clarify the behaviour of such connections under symmetrical vertical loadings. A series of full-scale tests was performed on sample column for which the column geometry and weld arrangements conformed with successful commercial practice. Proprietary hollow core slabs were tied to the beams by tensile reinforcing bars, which also provide the in-plane continuity across the connections. The strength of the connections in the double sided tests was at least 0.84 times the predicted moment of resistance of the composite beam and slab. The secant stiffness of the connections ranged from 0.7 to 3.9 times the flexural stiffness of the attached beam. When the connections were tested without the floor slabs and tie steel, the reduced strength and stiffness were approximately a third and half respectively. This remarkable contribution of the floor strength and stiffness to the flexural capacity of the joint is currently neglected in the design process for precast concrete frames. In general, the double sided connections were found to be more suited to a semi-rigid design approach than the single sided ones. The behaviour of double sided welded plate connection test results are presented in this paper. The behaviour of single sided welded plate connection test results is the subject of another paper.

키워드

과제정보

연구 과제 주관 기관 : Engineering and Physical Sciences Research Council (EPSRC)

참고문헌

  1. ACI 318 (2014), Building code requirements for structural concrete and commentary; American Concrete Institute, Farmington Hills, MI, USA.
  2. Anderson, D., Colson, A. and Jaspart, J.P. (1993), "Connections and frame design for economy", New Steel Construction, 30-33.
  3. Bhatt, P. and Kirk, D.W. (1985), "Tests on improved beam-tocolumn connections for precast concrete", ACI Journal, 82(6), 835-843.
  4. BS 5950 (1985), The Structural use of steelwork in building, British Standards Institute; London, UK.
  5. BS 8110 (1985), The structural use of concrete, British Standards Institute; London, UK.
  6. BS EN 10 002-1: (1990): Part 1: Tensile testing of metallic materials, Method of test at ambient temperature.British Standards Institute; London, UK.
  7. Chefdebien, A. and Dardare, J. (1994), "Experimental investigations on current connections between precast concrete components", COST C1 Proceedings of the 2nd Workshop, Semi-rigid Behaviour of Civil Engineering Structural Connections, Prague, Czech Republic, October.
  8. Cheok, G.S. and Lew, H.S. (1991), "Performance of precast concrete beam-to-column connections subject to cyclic loading", PCI Journal, 36(3), 56-67.
  9. Cheok, G.S. and Lew, H.S. (1993), "Model precast concrete beamto-column connections subject to cyclic loading", PCI Journal, 38(4), 80-92. https://doi.org/10.15554/pcij.07011993.80.92
  10. Cheok, G.S., Stone, W.C. and Kunnath, S.K. (1998), "Seismic response of precast concrete frames with hybrid connections", ACI Struct. J., 95(2), 527-539.
  11. Choi, H.K., Choi, Y.C. and Choi, C.S. (2013), "Development and testing of precast concrete beam-to-column connections", Eng. Struct., 56, 1820-1835.
  12. Comair, F. and Dardare, J. (1992), "Model testing of precast semirigid beam-column connection", Proceedings of the First State of the Art Workshop, COST C1, Strasbourg, France, October.
  13. Demartino, C., Monti, G. and Vanzi, I. (2017), "Seismic loss-ofsupport conditions of frictional beam-to-column connections", Struct. Eng. Mech., Int. J., 61(4), 527-538. https://doi.org/10.12989/sem.2017.61.4.527
  14. Dolan, C.W. and Pessiki, S.P. (1989), "Model testing of precast concrete connections", PCI Journal, 56(2), 85-103.
  15. Dolan, C.W., Stanton, J.F. and Anderson, R.G. (1987), "Moment resistant connections and simple connections", PCI Journal, 32(2), 62-74. https://doi.org/10.15554/pcij.03011987.62.74
  16. Elliott, K.S. (2017), Precast Concrete Structures, (2nd Edition), Boca Raton: Taylor & Francis Group, CRC Press, New York, NY, USA.
  17. Elliott, K.S., Davies, G., Gorgun, H. and Adlparvar, M.R. (1998), "The stability of precast concrete skeletal structures", PCI Journal, 43(2), 42-60.
  18. Elliott, K.S., Davies, G., Marcelo, F., Gorgun, H. and Mahdi, A.A. (2003a), "Can precast concrete structures be designed as semirigid frames? Part 1 - The experimental evidence", Struct. Engr., 81(16), 14-27.
  19. Elliott, K.S., Davies, G., Marcelo, F., Gorgun, H. and Mahdi, A.A. (2003b), "Can precast concrete structures be designed as semirigid frames? Part 2 - Analytical equations and column effective length factors", Struct. Engr., 81(16), 28-37.
  20. Englekrik, R.E. (1995), "Development and testing of a ductile connector for assembling precast concrete beams and columns", PCI Journal, 40(2), 36-51. https://doi.org/10.15554/pcij.03011995.36.51
  21. Ertas, O., Ozden, S. and Ozturan, T. (2006), "Ductile connections in precast concrete moment resisting frames", PCI Journal, 51(3), 66-76. https://doi.org/10.15554/pcij.05012006.66.76
  22. Eurocode 2 (2004), Design of Concrete Structures; European Committee for Standardization, Brussels, Belgium.
  23. Gorgun, H. (1997), "Semi-rigid behaviour of connections in precast concrete structures", Ph.D. Thesis; University of Nottingham, Nottingham, UK.
  24. Gorgun, H. and Yilmaz, S. (2012), "Geometrically nonlinear analysis of plane frames with semi-rigid connections accounting for shear deformations", Struct. Eng. Mech., Int. J., 44(4), 539-569. https://doi.org/10.12989/sem.2012.44.4.539
  25. Han, C., Li, Q., Wang, X., Jiang, W. and Li, W. (2016), "Research on rotation capacity of the new precast concrete assemble beamcolumn joints", Steel Compos. Struct., Int. J., 22(3), 613-625. https://doi.org/10.12989/scs.2016.22.3.613
  26. I Struct E Manual (1978), Structural joints in precast concrete, The Institution of Structural Engineers; Manual. 11 Upper Belgrave Street, London, UK.
  27. Kataoka, M.N., Ferreira, M.A. and El Debs, A.L.H.C. (2015), "Study on the behavior of beam-column connections in precast concrete structure", Comput. Concrete, Int. J., 16(1), 163-178 https://doi.org/10.12989/cac.2015.16.1.163
  28. Khaloo, A.R. and Parastesh, H. (2003), "Cyclic loading of ductile precast concrete beam-column connection", ACI Struct. J., 100(4), 291-296.
  29. Kulkarni, A.S. and Li, B. (2009), "Investigations of seismic behaviour of hybrid connections", PCI Journal, 54(1), 67-87. https://doi.org/10.15554/pcij.01012009.67.87
  30. Kulkarni, A.S., Li, B. and Yip, W.K. (2008), "Finite Element analysis of precast hybrid-steel concrete connections under cyclic loading", J. Construct. Steel Res., 64(2), 190-201. https://doi.org/10.1016/j.jcsr.2007.05.002
  31. Kwong, Y.W. and Teng, S. (2000), "Hybrid precast concrete beam", CSE Research Bulletin, No. 13, pp. 78-80.
  32. Li, B., Kulkarni, A.S. and Leong, C.L. (2009), "Seismic performance of precast hybrid-steel concrete connections", J. Earthq. Eng., 13(5), 667-689. https://doi.org/10.1080/13632460902837793
  33. Loo, Y.C. and Yao, B.Z. (1995), "Static and repeated load tests on precast concrete beam-to-column", PCI Journal, 40(2), 106-115.
  34. Mahdi, A.A. (1992), "Moment-rotation behaviour of connections in precast concrete structures", Ph.D. Thesis; University of Nottingham, Nottingham, UK.
  35. Marsono, A.K., Ying, W.J., Tap, M.M., Chieh, Y.C. and Haddadi, A. (2015), "Standard Verification Test for Industrialised Building System (IBS) Repetitive Manufacturing", Procedia CIRP, 26(2015), 252-257. https://doi.org/10.1016/j.procir.2014.07.047
  36. Moghadasi, M. and Marsono, A.K. (2012), "Comparative experimental study of full-scale H-subframe using a new industrialized building system and monolithic reinforced concrete beam-to-column connection", Struct. Des. Tall Special Build., 23(8), 563-579. https://doi.org/10.1002/tal.1060
  37. Moghadasi, M., Marsono, A.K. and Mohammadyan-Yasouj, S.E. (2017), "A study on rotational behaviour of a new industrialised building system connection", Steel Compos. Struct., Int. J., 25(2), 245-255.
  38. Mohamed, S.A.M. and Jolly, C.K. (1995), "An experimental study of the behaviour of sleeved bolt connections in precast concrete frames", Magaz. Concrete Res., 47(171), 119-127. https://doi.org/10.1680/macr.1995.47.171.119
  39. Pillai, S.U. and Kirk, D.W. (1981), "Ductile beam-column connection in precast concrete", ACI Journal, 78(6) 480-487.
  40. Rahman, A.B.A., Hock, L.J., Saim, A.A. and Osman, M.H. (2007), "Design and testing of a full scale precast concrete h-subframe", Proceedings of the 1st Construction Industry Research Achievement International Conference (CIRAC2007), Kuala Lumpur, Malaysia, March.
  41. Stanton, J.F., Anderson, R.G., Dolan, C.W. and Mc Cleary, D.E. (1986), "Moment resistant connections and simple connections", PCI Specially Funded Research and Development Program, Research Project 1/4 Prestressed Concrete Institute, Chicago, IL, USA.
  42. Seckin, M. and Fu, H.C. (1990), "Beam-column connections in precast reinforced concrete construction", ACI Struct. J., 87(3), 252-261.
  43. Virdi, K.S. and Ragupathy, P. (1992), "Tests on precast concrete subframes with semi-rigid joints", Proceedings of the First State of the Art Workshop, COST C1, Strasbourg, France, October.
  44. Yang, K.H., Oh, M.H., Kim, M.H. and Lee, H.C. (2010), "Flexural behaviour of hybrid precast concrete beams with H-steel beams at both ends", Eng. Struct., 32(9), 2940-2949. https://doi.org/10.1016/j.engstruct.2010.05.013
  45. Zoubek, B., Isakovic, T., Fahjan, Y. and Fischinger, M. (2013), "Cyclic failure analysis of the beam-to-column dowel connections in precast industrial buildings", Eng. Struct., 52, 179-191. https://doi.org/10.1016/j.engstruct.2013.02.028